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HomeMy WebLinkAboutSite PlanMAP -45 N/F TOWN OF M VOL. 1 10/ MAP -37 LOT -21A N/F PAUL E. RYAN V0L.453/PG.357 MAP -37 LOT -21B N/F ROBERT F. KOLODZIEJ VOL.481 /PG.1 183 MAP -37 LOT -26 N/F HENRY W. & EVELYN MALINOWSKY / VOL. 1 59/PG.290 � PER REF. MAP -1 Nor CONN. LIGHT & POWER CO. m UTILITY POLE VOL. 1 49/PG. 108 b SIGN 00000© STONE WALL N/F NOW OR FOR�,,AERLY S 0 1 L S L E G E N D SURVEY MARKER FOUND CdC CANTON AND CHARLTON EXTREMELY STONY FINE SANDY LOAMS 8-15% SLOPE CcC CANTON AND CHARLTON VERY STONY FINE SANDY LOAMS 8-15% SLOPE Sf SCARBORO MUCKY FINE SANDY LOAM Level, very poorly drained soil 0-3% slope. Rn RIDGEBURY, LEICESTER, AND WHITMAN Extremely stony fine sandy looms This soil is level sloping and very poorly drained 0-3% slope. REFERENCE MAP 1. "PROPERTY SURVEY LOTS 21,21E & 22A PROPERTIES OF ROGER J. VIENS & ROGER VIENS, JR. FELLOWS ROAD MONTVILLE, CONNECTICUT 1 "=100' JANUARY 1998 #1542 2. "SUBDIVISION OF LAND OWNED BY A. FERDMAN AND J.LEVIN TO BE DEVELOPED BY MONTVILLE, CONN TO BE DEVELOPMENT CORP. P.O. BOX 120 OAKDALE, CONN. 80 0 80 160 240 Feet THE WETLANDS SOIL BOUNPD RIES AS SHOWN ON THIS PLAN WERE DELINEATED BY ME IN THE FIELD, AND T-IOSE WETLAND BOUNDARIES AS SHOWN ON THIS PLAN SUBSTANTIALLY REPRESENT THAT DELINEATION. JOE . ; THEROU X SOIL SCIENTIST ® SURVEY MARKER SET eH & -N,JIE THE TOWN OF NOTES:, LOCATION PLAN 1. Th!Is survey has been prepared pursuant to the Regulations of Connecticut State Agencies Sections 20-300b-1 through 20-300b-20 and the "Standards for Surveys and Maps in the State of Connecticut" as adopted by the Connecticut Association of Land Surveyors, Inc. �D_ 77 LOT -28 on September 26, 1996; N/F S A. BAI LLARG EO N OL.264/PG.852 45" E it 29" W 7 LOT -20 \I/F Y E. WADE �SIX PG.684 W 5a.14'2'_7` W ,0, S 7756'33" W 58.35' — Survey Type: SUBDIVISION — This survey conforms to a Class "A-2" horizontal accuracy — Boundary Determination Category: ORIGINAL and DEPENDENT RESURVEY This survey conforms to a Class "T-2 V-3" vertical accuracy — Vertical Datum Approximate is NGVD 1929± 2. Land records research completed as of November 2009 3. Field work completed as of 11-30-2009 4. Reference deed for locus parcel VOL.336/PG.823. 5. Not valid without a live signature and embossed seal. 6. Locus parcel located within an R-120 Zoning District. 7. LOCUS PARCEL NOT LOCATED IN 100 YEAR FLOOD ZONE—A. 9. TOTAL AREA OF THE SUBDIVISION IS 31.25±ACRES, 10. THE TIME LIMIT FOR COMPLETION OF ALL WORK RELATED TO THE SUBDIVISION SHALL BE COMPLETED IN FULL, WITHIN 5 YEARS OF THE APPROVAL DATE. 11. THE: LAYOUT OF THE DRIVEWAY, HOUSE, SEPTIC AND WELL SHOWN ON THIS PLAN ARE CONCEPTUAL. A SEPTIC DESIGN WILL BE NEEDED BEFORE CONSTRUCTION. 1 "=2,000' 12. THE OWNER AT THE TIME OF CONSTRUCTION WILL BE RESPONSIBLE FOR MAINTAINING THE ENVIRONMENTAL INTEGRITY OF THE LAND. THE OWNER OF EACH LOT WILL BE RESPONSIBLE FOR EROSION AND SEDIMENT CONTROL MEASURES AFTER CONSTRUCTION IS COMPLETED. 13. PROPERTY LINE GEOMETRY CLOSURES COMPUTED 12-3-2009 14. This survey is based exclusively on accepted standards of surveying practice and does not express any opinion regarding the existence or validity of any unrecorded and/or disputed rights that may result from adverse possession, adverse use, prescription, abandonment, implication, necessity, estoppel, or any other principles of law or judicial interpretation that are not readily apparent from a review of the clear language of the deeds and other instruments that form the basis of this survey. Similarly, the inclusion or omission in this survey of any reference, description, landnnark, structure, object, or other physical feature should not be construed as an opinion of the legal significance or insignificance of any such reference, description, landmark, structure, object, or other physical feature. 15. OPEN SPACE REQUIREMENTS PER SECTION 8-25 OF THE CT. STATE: STATUTES SHALL NOT APPLY IN THE TRANSFER OF LOT -2 TO SON (PARENTS) PER SAID STATUTE. APPROVED BY THE INLAND WETLANDS AND WATERCOURSES COMMISSION ON DM CHAIRPERSON OR SECRETARY APPROVED BY THE MONTVILLE PLANNING & ZONING COMMISSION ON CHAIRPERSON OR SECRETARY ALL WORK SHOWN AS PART OF THIS PLAN SHALL BE COMPLETED BY DATE: APPROVED BY THE UNCAS HEALTH DISTRICT ON DATE: OWNER: ROBERT G.& DIXIE L. MEYER LOT LAYOUT SHEET },ti11i10il/dt�plJd9a 0w0 '`,�'�., `'� f �`�� •°•• °� APPLICANT: MAP -037 LOT -02,1 ROBERT G.& DIXIE L. 55 FELLOWS ROAD MEYER �' U IVISION * •` MONTVILLE CONNECTICUT PREPARED FOR NO. 49 h� � P^_'T ROBER G. M"EVE"Rh & YOR COW '14`IXIEw" r�$�tllABllw��q� T L "Tro"' To my knowledge and belief, this map is substantially s correct as noted hereon_. 55 FELLOWS ROAD MONTVILLE CONNECTICUT SCALE 1"=80' NOVEMBER 2009 -3 _n. SHEET 1 OF 3 ERIC 1TZ, rot S. #18856 F 6 0 —3 6,--• 33>49REV. 4--13-2010 .ENCE IS MADE IQ: Connecticut Guidelines for Soil Erosion and Sediment Control 2002 (2002 Guidelines). 2. 3o| Survey of New London County Connecticut, U.S.O�� Soil Conservation Service 1083. DEVELOPMENT CONTROL PLAN. - 1. Development of the site will be performed by the Contractor, who will be responsible for the installation and rno|nbsnonoe of erosion and sediment control rnmoounom required throughout construction. 2. The aad|mmntotbn control rnouhon|erna ehoU remain in place from start of construction until permanent vegetation hos been established. The representative for the Town of Montville will be notified when eod|rnont and erosion control structures are |n|Uo|ly in place. Any additional soil 8x erosion control m000uneo requested by the Town or its ogant, ahoU be installed |mnned|otoly. Once the proposed deve|opment, seeding and planting have been completed, the representative shall again be notified to inspect the site. The control meoaunae will not be removed until this inspection is complete. 3. All stripping is to be confined to the immediate construction area. Topsoil shall be stockpiled so that slopes do not exceed 2 to 1. A hay bo|w sediment barrier is to surround each stockpile and u temporary vegetative cover ohoU be provided. 4. Dust control will be accomplished by spraying with water. The application of calcium chloride is not permitted adjacent to wetland resource om*oa or within 100' of these areas. 5. The proposed planting oohadu|o is to be adhered to during the planting of disturbed oraoe throughout the proposed construction site. 0. Rnu| stabilization of the site is to follow the procedures outlined /n "Permanent Vegetative Cover". If necessary o temporary vegetative cover is to be provided until o permanent cover can be applied. SILT FENCE INSTALLATION j�NQ M6INTENAU!QE: 1. Dig o O" deep trench on the uphill side of the bondmr location. 2. Position the posts on the downhill o|du of the barrier and drive the posts 1.5 feet into the ground. J. Loy the bottom 8" of the fabric in the trench to prevent undermining and boukfiU. 4. Inspect and repair barrier after heavy rainfall. 5. Inspections will be nnod* at |woot once per week and within 24 hours of the and of o storm with o rainfall amount of 0.5 inch or greater to determine maintenance needs, G. Sediment deposits are to be removed when they reach o height of 1 foot behind the barrier or half the height of the barrier and are to be deposited in on area which is not regulated by the inland wetlands commission. 7. Replace or repair the fence within 24 hours of observed failure. FoUuny of the fence has occurred when sediment foUe to be retained by the fence because: - the fence has been overtopped, undercut or bypassed by runoff water, - the fence has been moved out of position (knocked over). or - the gootexLDm has decomposed or been damaged. 1. Bo/es shall be p|owsd as shown on the plans with the ends of the bo|oa tightly abutting each other. 2. Each bale shall be securely anchored with at least 2 stakes and gaps between bo|mo ohoU be wedged with straw to prevent water from passing between the bales. 3. Inspect boJes at |ooat once per womh and within 24 hours of the end of o storm with o rainfall amount of 0.5 inches or greater to determine maintenance needs. 4. Remove sediment behind the bo|aa when D r000hoa half the height of the bale and deposit in on area which is not regulated by the Inland Wetlands Commission. 5. Replace or nspo|r the bonier within 24 hours of obaan/md failure. Failure of the barrier has occurred when sediment fails to be retained by the bonier because: - the bonier has been overtopped, undercut or bypassed by runoff water, - the barrier has been moved out of position, or - the hay bales have deteriorated or been damaged. SEED SELECTION Grass species nhoU be appropriate for the on000n and site conditions. Appropriate species are outlined in Figure TB -2 /n the 2002 Guidelines. TIMING CONSIDERATIONS Seed with o tnrnAonory seed mixture within 7 days after the suspension of grading work in disturbed areas where the suspension of work is expected to be more than 30 days but hmso than 1 year. SITE PREPARATION Install needed erosion control measures such as diversions:, grade stabilization structures, sediment basins and grossed waterways. Grade according to plans and allow for the use of appropriate equipment for seedbed preparation, seeding, mulch application, and mulch anchoring. SEEDBED PREPARATION Loosen the soil to o depth of 3-4 inches with o slightly roughened surface. If the area hos been recently loosened or d|sturbed, no further roughening is required. Soil preparation can be accomplished by trooking with o bulldozer, d/ocing harrowing, raking or dragging with o section of chain link fence. Avoid excessive compaction of the surface by equipment traveling buck and forth over the surface. If t,)a slope /s troohed, the cleat marks ahoU be perpendicular to the anticipated d|routipn of the flow of surface water. /f soil testing is not pnooUool or fmoo[b|o on small or variable o|taa. or *hore timing is oritioo|, fert/|lizor rno/ be applied at the nztm of 300 pounds per ocno or 7.5 pounds per 1.000 square feet of 10-10-10 or equivalent. Additionally, lime may be applied using rates given /n Figure TS -1 in the 2002 Guidelines. SEEDING Apply seed uniformly by hand cyclone a:mder, drill, cultipacker type seeder or hydroawedor at o minimum rote for the selected species. |norooso seeding rates by 1 MULCHING Temporary ooed|nga mode during optimum seeding dates ehoU be mulched according to the recommendations in the 2002 Guidelines. When seeding outside of the recommended dates, increase the application of mulch to provide 952;=�1CUQ% coverage. MAINTENANCE Inspect seeded area at least once o week and within 24 hours of the end of o storm with o rainfall omo-rr of 0.5 inch or greater for amnd and mulch movement and dU erosion. VVhema seed has moved or where soil erosion has occurred, determine the cause of the failure. Repair e'oomd onsos and /natoU additional controls if required to prevent reoccurrence of erosion. Continue inspections until the grosses are firmly established. Grasses aho|| not be considered eotobiiened untU a ground cover �o achieved which is mature enough to control soil erosion and to survive severe weather conditions (oppnmx�mote|y BO% vegetative cover). PERMANENT VEGETATIVE COVER: Refer to Permanent Sending Measure /n the 2002 Guidelines for specific oppUootions and detoi|a related to the installation and maintenance of o permanent vegetative cover. In genmro|, the following sequence of operotiona ohoU apply: 1. Topsoil will be n»p|ooed once the excavation and groding has been completed. Topsoil wiU be spread ct o minimum compacted depth of 4". 2. Dnom the topsoil has been aprood, all stones 2" or larger in any dimension will be removed as weh os debris. J. Apply agricultural ground limestone at o rote of 2 tome per oonm or 100 lbs. per 1000 s.f. Apply 10-10-10 fertilizer or equivalent at o robe of JOO |bo, per ouna or 7.5 lbs. per 1000 e.f. Work lime and fertilizer into the soil to o depth of 4". 4. Inspect aemc�ed before seeding. If traffic has compacted the soil, mytU| compacted onaoo. 5. Apply the chosen gross eond mix. The recommended seeding dates are: April I to June 15 & August 15 - October 1, O. Following seeding, f|mn seedbed with o roller. Mulch knrnodkotaly following seeding. If o permanent vegetative stand cannot be established by September JD, apply o temporary cover on the topsoil such as netting, mot or organic mulch. PROJECT DESCRIPT PROPOSED ONE THREE BEDROOM HOUSE TO BE CONSTRUCTED N A 21 ACRE LOT WITH ON SITE SEPTIC SYSTEM AND WELL. AREA TO BE DISTURBED IS APPROXIMATELY 1/4 OF AN ACRE. 1. Flag the Urnito of disturbance on schedule prmconstruchon meeting with Town of Montville Planning Department. 2. Cut trees within the defined clearing Urnita and nmnnovo the cut wood. 3. |notoU pmMrnmbnr erosion and sedimentation controls in accordance with the site development plan. 4. Chip brush and aiooh, stockpile chips for use on site or remove off site. 5. Excavate area of proposed drhm*oy. 0. Remove tree stumps and dispose of at on approved disposal site. Alternatively, stumps may be chipped in place. No stumps ohoU be buried on site. 7. Strip and ot#okpUa onJon|u rnotor[o| that is within the footprint of the drive. Surround stockpile with silt fence or staked hoybo|ea, and apply temporary seeding in accordance with recommended mixtures, Divert runoff around the perimeter of the stockpile. 8. Make all required cuts and fU|a. Establish the aubgrodn for the driveway as required and install additional erosion controls as necessary. 8. Inspect perimeter erosion and sedimentation controls weekly and after rain events in excess of 0.5" Repair any damaged controls and provide additional erosion control devices as necessary to oddnyoo areas of concentrated runoff that may develop as o result of the construction activities. The contractor oho}| review discharge conditions with the design engineer or the Town of Montville prior to |notoU|ng additional erosion controls. Apply water as necessary for dust control. 10. Pnwpona sub -base for driveway 8u /natoU top course. 11. Place topsoil where nmqu(nmd and apply mmad and rnu|oh 12. Remove and dispose of all silt fence and hay bales after all areas have been stabilized to the aet<afoot|un of the Town of Montville. REBp[)NS/BLE PARTY FOR ROBERT G.& DIXIE L. MEYER 55 FELLOWS ROAD MOMTV|LLE CONNECTICUT _WetmiX (Wetland Seed Mix omnto|na o wide variety of native seeds that are suitable for most wetland restoration o|too that are not permanently inundated. All mpmoino are best suited to rno|et disturbed ground as found in most wet rnmodo*a' scrub shrub' or forested wetland restoration onmoa. This mix is well suited for detention basin borders, and the bottom of detention boe[ne not generally under standing water. If planted during the fall months, the seed mix will germinate the following spring. During the first season of growth, several species will produce seeds, while other species will produce momdm after the second growing season. This mix is composed of the wetland species most likely to grow in created/restored wetlands and ahouid produce more than 75y3 ground cover in two full growing seasons. The wetland aoodo in this rn|x can be hand sown, used with o hand-held spreader, or hydro -seeded on large or hard to nmooh a|teo' as long as there is no permanent snow cover. Lightly rake to nnnunn proper soil -seed contact. Seeding con take place on frozen soil, as the freezing, thawing weather of |otm fo/| and late winter will *nrh the seed into the soil. /f spring dlt| drier than usual, w"`"../g may be required. If planting during the ounnnner rnonrnm' watering may be required for at least 2-3 weeks after planting to ensure germination. Anon -invasive annual such as winter rye may be added to the mix to obtain soil stabilization cover in the hoU. Do not odd annual ryegrooa. Kentucky Bluegrass or perennial ryegroaa on these species are very aggressive and they will inhibit the growth of the wet/ond aomda. A light rnu!oh of o|non' weed free straw is recommended. A"Jk�ation Rate: 1 LB/2500 3Q. FT. (17.5 LBS/ACRE as o wet meadow seeding) Fox Sedge (Corex vu|p|no|deo)' Bearded Sedge (Corex uonnoao). Lurid Sedge (Oonmx |ur|do), Soft Rush (Junnus effuaua). Groea-|eo«md Goldenrod (Euthornio grorn[nifwUo)' Bonesmt (Eupotor(unn pmrfo||uturn). Hop Sedge (Carex |upu/ino), Blue Vervain (Verbena hoatoto)' Nodding Sedge (Corex gynondro'), Green Bulrush (So|rpuo otrovinmno)' Sensitive Fern (Onoc|eo amns(bi|/n), Blue Flag Iris (Iris vcrsioo|or). VVooVgr000 (Sn/rpua oyper|nuo). Spotted Jon Pye weed Eupotor|um rnoou|ot/rn\. Swamp Milkweed (Aoc|wp|oo |ncornoto)' Monkey Flower /M|nnu|ua r|ngens\. Soft -Stem Bulrush [Shomnop|motun tabmrnomnnonton|) (ax- S. vo||duo)' Horoatmnn Bulrush (Sohoenop|eotum ucutun) (ex-Scirpus ouutua\. Nodding Bur Wor(gn|d (B|dena oarnuo), Flat -top Aster (Aster umbellatus), UUncas Health District S117ENNVESTIGAKON FOR SUBSURFACE SEWAGE DISPOSAL Owner. Bob Meyer Location: 56 Fellows Road, 1 lot subdivision DATE: 11-24-09 (Record AJI Test Holes) Comments: . Groundwater Table: (Near max, below max, etc,)Below max Percolation Test Data Date 13 t K6161 Test; H61i _Pjeth: 48" Depth: Presoak time: 10.00 am 8-28' Brown fine sandy 11-25" Brown fine 10-27" Brown fine Reading loam sandy loam sandy loam Reading 28-68" Light brown 25-72' Light brown 27-73* Light brown MSk4T 322 sand and gravel sand and gravel sand and gravel Mottling, 37" Mottling: Mottling- Mottling: 1:57 19 Roots. Roots- Roots. Roots Reshictive: Restrictive: Restrictive: Restdctive: Comments: . Groundwater Table: (Near max, below max, etc,)Below max Percolation Test Data Date -4" OF 1-114" PROCESSED TRAP ROCK A3 DEFINED IN "STATE OF CONNECTICUT STANDARD SPECIFICATIONS FOR BRIDGES AND INCIDENTAL CONSTRUCTION" FORM 8/4A 09 LATES7R8VSI0N. - Ir 8" PROCESSED GRAVEL PREPARED SUBGRADE GRAVEL F���|���^ NV/7~�J ��^^�»����~ ��/����~ vv��/+ | �[J�������v�����F� 7~�N�%� ������&, F�C�T�\|| ,°, '~~����������~�� TRAP ^�����;� ��+�� NOT TO SCALE SILT C���KJ���� ��/c�/ FENCENOT TO SCALE . . . . . \ ../ . . FLOVV FLOW PERSPECTIVE VIEW TOP \/|EVV 36" k4|N|MUk4 LENGTH FENCE POST, DRIVEN A M/N|k4Uk4 OF 18" INTO GROUND -16" M|N|k4UK4 HEIGHT OF QEOTEXTILE CLASS F ) 8" MINIMUM DEPTH IN GROUND 36" K4|N|MUk4 FENCE POST LEN(.-7"TH FILTER CLOTH EMBED GEOTEXT/LE CLASS F - A MINIMUM OF 8" VERTICALLY INTO THE GROUND POSTS SECTION B SECTION A STAPLE ][l|NIK]G TWO /\DJ/\CEKJ7- SILT FENCE SECTIONS Construction Specifications FENCE POST " RBED MINIMUM 20�����'~ GROUND GROUND FENCE POST DRIVEN /\ MINIMUM OF 16" INTO THE GROUND CROSS SECTION IN STANDARD SYMBOL SF- A. Fence posts shall be o rninirnurn of 38" long driven 16" rn/ninml-~ nto the ground. VVood posts shall be 11/2" x 11/2" square /rninirnurn\ out' or 1J/4" �iorneter (rninirn�rn) round cnd shall be of sound quality 'ardvvood' Steel posts will be stcncJcord T or iJ section weighting not /mss than 1.[)[} pond per |lnecr foot. 2. Geot«yxti|a sho|| be fastened securely to each fence post with wire ties or staples at top and mid-section and shall meet the following requl'rerne-its for Geotexti|e C|oss F: Tensile Strength Less than 10 minlinch (min.) Test: _Pjeth: 48" Depth: Presoak time: 10.00 am Presoak: k4SMT 509 Time Reading Time Reading Time Reading Time Reading Test: MSk4T 322 3O-10 8" GREY B�VV �N `-� ' MEDIUM SANDY GRAVEL NO L-IGE NO �{J-TL|NG 1:32 11 Y20 1:57 19 1 A0 14 1:46- L. 1:49 17 Y2 -4" OF 1-114" PROCESSED TRAP ROCK A3 DEFINED IN "STATE OF CONNECTICUT STANDARD SPECIFICATIONS FOR BRIDGES AND INCIDENTAL CONSTRUCTION" FORM 8/4A 09 LATES7R8VSI0N. - Ir 8" PROCESSED GRAVEL PREPARED SUBGRADE GRAVEL F���|���^ NV/7~�J ��^^�»����~ ��/����~ vv��/+ | �[J�������v�����F� 7~�N�%� ������&, F�C�T�\|| ,°, '~~����������~�� TRAP ^�����;� ��+�� NOT TO SCALE SILT C���KJ���� ��/c�/ FENCENOT TO SCALE . . . . . \ ../ . . FLOVV FLOW PERSPECTIVE VIEW TOP \/|EVV 36" k4|N|MUk4 LENGTH FENCE POST, DRIVEN A M/N|k4Uk4 OF 18" INTO GROUND -16" M|N|k4UK4 HEIGHT OF QEOTEXTILE CLASS F ) 8" MINIMUM DEPTH IN GROUND 36" K4|N|MUk4 FENCE POST LEN(.-7"TH FILTER CLOTH EMBED GEOTEXT/LE CLASS F - A MINIMUM OF 8" VERTICALLY INTO THE GROUND POSTS SECTION B SECTION A STAPLE ][l|NIK]G TWO /\DJ/\CEKJ7- SILT FENCE SECTIONS Construction Specifications FENCE POST " RBED MINIMUM 20�����'~ GROUND GROUND FENCE POST DRIVEN /\ MINIMUM OF 16" INTO THE GROUND CROSS SECTION IN STANDARD SYMBOL SF- A. Fence posts shall be o rninirnurn of 38" long driven 16" rn/ninml-~ nto the ground. VVood posts shall be 11/2" x 11/2" square /rninirnurn\ out' or 1J/4" �iorneter (rninirn�rn) round cnd shall be of sound quality 'ardvvood' Steel posts will be stcncJcord T or iJ section weighting not /mss than 1.[)[} pond per |lnecr foot. 2. Geot«yxti|a sho|| be fastened securely to each fence post with wire ties or staples at top and mid-section and shall meet the following requl'rerne-its for Geotexti|e C|oss F: Tensile Strength 5[) lbs/in (min.) Test: MSk4T 509 Tensile Vodu|uo 20 lbs/in (min.) Test: k4SMT 509 Flow Rate [).J gal f+« / minute /rnox.\ Test: k4SK4T 322 Filtering Efficiency 75% (min.) Test: MSk4T 322 3. Where ends of geC»texti|e fabric come t[>gether, they shall be over/c-pped, fo!ded ond etap/ed to prevent sediment bypass. 4. Silt Fence shall be lnap�eoted after each rainfall event and maintained when bulges occur or when sediment acournu|afion reached 5[}% of the fabric height. TESTI PIT 013SERvA710N 1-13-1987 TEST PIT #6 0--10° TOPSOIL 10--24" LIGHT BROWN FINE BANDY LOAV y `-GRAV'L 24-104" GREY BROWN MED -FINE SAND NO LED0E NO MOTTLING WATER (0 82" TEST PIT #7 0-12° TOPSOIL 12-36" LIGHT BROvYN FINE SANDY LOAk4�Y\ 3O-10 8" GREY B�VV �N `-� ' MEDIUM SANDY GRAVEL NO L-IGE NO �{J-TL|NG WATE 9 2" TEST P- #B 0~12" -0PS(}|L 12~-36'^ L]GHT BRDVVN FINE SAND« LOAM`B{)NEY\ �6-38" GREY BRDYVW MEDIUM ��N� 8x RAVEL' N[) LED'�'E MOTT-|K"] @48" W/TE �� 66" PERC__-+-ON RATE: e -,D w|m./G\L 11.5"x1.5"x42" STAKE DRIVEN ON DOWNSLOPE SIDE OF TRENCH EXTEND 8" OF S/LTFENCE BELOW `^ ANGLE STAKE 2` - 20^ UPBLOPE SET STAKE 12^ MINIMUM INTO GRADE STAKED HAYBALES MAYBE SUBSTITUTED FOR SILT FENCE SILT 5-10' FROM TOE OF SLOPE EXISTING SUBGRADE-~ BACKFILLED TREN SILT �T�hJ���� �� ~7/�C� ��C� SLOPE APPLICATION -'--' ' ~�' `~~~~ �� TOE ��` ��^���+ �� NOT TO SCALE -SANITARY DESIGN CRITERIA A. PROPOSED THREE BEDROOM. NO TUBS GREATER THAN 100 GALLONS IN S|7E. B. 1,000 GALLON ��C(]k4PARTK�ENT SEPTIC TANK REQUIRED BY �ODE AND PROVIDED, TWO C. DESIGN PERCOLATION RATE: < 10.0 D. MINIMUM LEACHING SYSTEM SPREAD HF = N/A FF = N/A PF N/A M[SS = N/A E. EFFECTIVE LEACHING AREA REQUIRED p�� CODE: 495 SF 12" HIGH BY 48" WIDE LEACHING TRENCH FOR ��/���R- ' LEACH/NG SYSTEM DESIGN. EFFECTIVE LEACHING AREA PROV|-E-D', PER L.F. PEP, CODE: 3.0 BF MINIMUM LENGTH [)F TRENCH REQUIRED: 495 S.F.,/ 3.0 S.F./L.­ ` 165' Q. EFFECTIVE LEACHING AREA PROVIDED: 2-82.�' LONG 48" WIDE LEACHING TRENCHES, 2 X 82.5` X Z.O S.F./L.F. = 485.S.F. H. 100% RESERVE AREA REQUIRED AND PROVIDED. 2"x2"x3' FLOW (I I I on the contour 11U 4- Excava ed''Trench Compacted Backfill ���A&^��7� ����^ BALE [�C�TA|� STAKED HAY �����.�� ��/�~NOT TO SCALE ����' BLE |hJ����| 0 �~�)��KJ / /r`/ ��rx�~�~ //�~�/r������//��/n 1. Bales ahoU be n|ooed in o single row, lengthvv|mn oriented perpendicular to the contour, with endo ' of orUooent bu|ma tightly abutting one another, 2. Bales ahoU be entrenched and backfilled. A trench shall be excavated the width of O bale and the length of the proposed barrier to a rnin|rnurn depth of 4 inches. 3. Each bm|m ohoU be aeoumsk/ anchored b« at least two (2) stakes. ^ -' 4. The gaps between bales ahoU be wedged with mtrovv to prevent vvotmr from escaping bmtvvmmn the bales. 5. The bonier ohoU be extended to such o length that the bottoms of the end bales are higher /n elevation than the top of the lowest~ middle bo|m to assure that sediment laden run-off will flow either through or over the bonier, but not it. ���\/ ���| �� INSTALLATION . " `. ��' ``_�- 1. Inspection ahoU be made after each storm event ond repair or replacement shall be made promptly as needed. 2. Clean out of accumulated sediment behind the bales is necessary if 1/2 of the original height of the bales becomes filled /n with sediment. APPROVED BY THE TOWN OF VONTVILLE INLAND WETLANDS COMMISSION CHAIRMAN DATE DETAILS & NOTES SHEET MAP -037 LOT -021 RE -SUBDIVISION PREPARED FOR R013"ERT �� G. MEYER]��j[� ][ ��][� ��| DIXIE 7F MEYER L. 55 FELLOWS ROAD MONTl7ILLE CONNECTICUT SCALE NTS INOVEMT]ER 2009 SHEET 3 OF 3 ,r/ HELT C �,�'" / -''� ` #3754 0 / �, 0 HELT C #3755 WF1 ac � / WF LU -1 2 Q / PER REF. MAP -1 c3w" RIGHT OF WAY FOR INGRESS AND EGRESS AND UTILITIES 0 IN FAVOR OF LOT -2 OVER LOT -1, AND A DRIVEWAY AGREEMENT LIMIT OF INLAND WETLANDS 36" OAK /_�------ ------- TO BE RECORDED IN THE MONTVILLE LAND RECORDS. INV. -34'8.04 W1710 ............ 12PVC " ............................ . ......... WF6A +.-348.8 / � w WETLAND WF1 A C, p / � WF15/ + (P WF38 CL&P ok. 12386 / t / �,���` ,' '''��"-----__ __ ------- LIMIT OF INLAND WETLANDS ,,,,-°` / ,,,-- � `�' ��ph° 1 WF2 INV.=352.56 / 'r PROPOSED OVERHEAD + UTILITIES WF25 / ,,.-- / WF35 tip INV.=353.1 ------INSTALL STAKED �AYBALES OR WF1 B + SILT FENCE J?RiOR TO CONSTRUCTION F5B 4P b") WF30 355--- 41 1 N -STALL STAKED HAYBALES & SILT FEt�XE P CONSTRUCTIO E CHMA + '�o LOAM RESAR SET tolo FD Ix STOCKPIT'w EL.=363.4... PROPOSED DfR�vEyyAy ro 200.00, t4lb FS, 400 FO S qM1- Q59 c ---360 +'pr0q �RGN7 YARD SE7T3 T/P 8 q + + r,:) WF1 OC WF OB 40 tv I I '�P0,`I SHOE YARD / 1 ................ LM + 751 40 PROPOSED + WELL WFOC LIMIT OF INLAND WETLANDS CL&� 12387 4,j 1WF158 6� 1P 4P, WF15C 370 WF18C + PAVIUO TIP 7 --y T/P 6 6o SE -T P 0 N D WF1 C Exis e� r EXISTING C) L WELL LEGEND UTILITY POLE SIGN EXISTING CONTOUR -i� PERCOLATION HOLE 461- TEST PIT 00E300 STAKED HAYBALES OR SILT FENCE v WETLAND FLAGS To my knowledge and belief, this map is substantially ccrrect as noted hereon. illillillillillllllllIIIIIIIIIIIIIIIIIIIIII1111111111111111111111illilililllllIIIIIIIIIIIIIIIIIIIIIIilillllllllllllllllllliiiiiiiiiiiiiijililI ERIC SEITZ LAND SURVEYING, INC. 4 _ -� r:- Q 10 Q T Eric mftz, L.&, P.O. BM ise presid9m J"fett My. CT 06351 (860) 376-3'149 I V-,# U H I 1. 1— S. ff 1 0;.) 860-376-3349 SITE DEVELOPMENT SHEET MAP -037 LOT -021 RE -SUBDIVISION PREPARED FOR ROBERT G. MEYER & DIXIE L MEYER 55 FELLOWS ROAD MONTVILLE CONNECTICUT SCALE 1"=80' NOVEMBER 2009 SHEET 2 OF 3 MAP -45 N/F TOWN OF M VOL. 1 10/ MAP -37 LOT -21A � N/F / I PAUL E. RYAN VOL.453/PG.357 � I MAP -37 � OT -21 B ROBERT F. KOLODZIEJ VOL.481 /PG. 1 183 MAP -37 LOT -26 N/F HENRY W. & EVELYN MALINOWSKY / VOL.159/PG.290 � SITE PER REF. MAP -1 LOCATION SOI L S LEGEN D CdC CANTON AND CHARLTON EXTREMELY STONY FINE SANDY LOAM S 8-15% SLOPE CcC CANTON AND CHARLTON VERY STONY FINE SANDY LOAM S 8-15% SLOPE Sf SCARBORO MUCKY FINE SANDY LOAM Lever very poorly drained soil 0-3 slope. Rn RIDGEBURY, LEICESTER, AND WHITMAN Extremely stony fine sandy looms This soil is level sloping and very poorly drained 0-3% slope. ivy r '& UTILITY POLE CONN. LIGHT & POWER CO. VOL. 149/PG.108 b SIGN REFERENCE MAP 1. "PROPERTY SURVEY LOTS 21,21 E & 22A PROPERTIES OF ROGER J. VIENS & ROGER VIENS, JR. FELLOWS ROAD MONTVILLE, CONNECTICUT 1 "=100' JANUARY 1998 #1542 2. "SUBDIVISION OF LAND OWNED BY A. FERDMAN AND J.LEVIN TO BE DEVELOPED BY MONTVILLE, CONN TO BE DEVELOPMENT CORP. P.O. BOX 120 OAKDALE, CONN. 80 0 80 160 240 Feet o THE WETLANDS SOIL BOUNDARIES AS SHOWN ON THIS PLAN WERE DELINEATED BY ME IN THE FIELD, AND THOSE WETLAND BOUNDARIES AS SHOWN ON THIS PLAN SUBSTANTIALLY REPRESENT THAT DELINEATION. JOE : , THEROUX SOIL SCIENTIST 00000o STONE WALL N/F NOW OR FORMERLY p SURVEY MARKER F\ ": 1 ® SURVEY MARKER S-7-7 H & .NJIE THE TOWN OF y NOTES: LOCATION PLAN 1. This survey has been prepared pursuant to the Regulations of Connecticut State Agencies Sections 20-300b-1 through 20-300b-20 and the "Standards for Surveys and Maps in the State of Connecticut" as adopted by the Connecticut Association of Land Surveyors, Inc. �P--37 LOT -28 on September 26, 1996; N/F A. BAILLARGEON DL.264/PG.852 '45" E 29" W 7 LOT -20 Y E. WADE i9/PG.684 — Survey Type: SUBDIVISION — This survey conforms to a Class "A-2" horizontal accuracy — Boundary Determination Category: ORIGINAL and DEPENDENT RESURVEY — This survey conforms to a Class "T-2 V-3" vertical accuracy Vertical Datum Approximate is NGVD 1929± 2. Land records research completed as of November 2009 3. Field work completed as of 11-30-2009 4. Reference deed for locus parcel VOL.336/PG.823, 5. Not valid without a live signature and embossed seal. 6. Locus parcel located within an R-120 Zoning District. 7. LOCUS PARCEL NOT LOCATED IN 100 YEAR FLOOD ZONE—A. 9. TOTAL AREA OF THE SUBDIVISION IS 31.25±ACRES. 10. THE TIME LIMIT FOR COMPLETION OF ALL WORK RELATED TO THE SUBDIVISION SHALL BE COMPLETED IN FULL, WITHIN 5 YEARS OF THE APPROVAL DATE. 11. THE LAYOUT OF THE DRIVEWAY, HOUSE, SEPTIC AND WELL SHOWN ON THIS PLAN ARE CONCEPTUAL. A SEPTIC DESIGN WILL BE NEEDED BEFORE CONSTRUCTION. 1 "=2,OC 12. THE OWNER AT THE TIME OF CONSTRUCTION WILL BE RESPONSIBLE FOR MAINTAINING THE ENVIRONMENTAL INTEGRITY OF THE LAND. THE OWNER OF EACH LOT WILL BE RESPONSIBLE 23' W FOR EROSION AND SEDIMENT CONTROL MEASURES AFTER CONSTRUCTION IS COMPLETED. 13. PROPERTY LINE GEOMETRY CLOSURES COMPUTED 12-3-2009 �. .,27a, W i1s S 77"56"33„ W 58.35' ERIC SEITZ LAND SURVEYING, INC. P.q. Box 156 Jett ON. CT Erfe Seitz, L , S , President 14. This survey is based exclusively on accepted standards of surveying practice and does not express any opinion regarding the existence or validity of any unrecorded and/or disputed rights that may result from adverse possession, adverse use, prescription, abandonment, implication, necessity, estoppel, or any other principles of law or judicial interpretation that are not readily apparent from a review of the clear language of the deeds and other instruments that form the basis of this survey. Similarly, the inclusion or omission in this survey of any reference, description, landmark, structure, object, or other physical feature should not be construed as an opinion of the legal significance or insignificance of any such reference, description, landmark, structure, object, or other physical feature. 15. OPEN SPACE REQUIREMENTS PER SECTION 8-25 OF THE CT. STATE STATUTES SHALL NOT APPLY IN THE TRANSFER OF LOT -2 TO SON (PARENTS) PER SAID STATUTE, APPROVED BY THE INLAND WETLANDS AND WATERCOURSES COMMISSION ON DATE: CHAIRPERSON OR SECRETARY APPROVED BY THE MONTVILLE PLANNING & ZONING COMMISSION ON DATE: CHAIRPERSON OR SECRETARY ALL WORK SHOWN AS PART OF THIS PLAN SHALL BE COMPLETED BY DATE: APPROVED BY THE UNCAS HEALTH DISTRICT ON DATE: OWNER: ROBERT G.& DIXIE L. MEYER APPLICANT: ROBERT G.& DIXIE L. MEYER 55 FELLOWS ROAD MONTVILLE CONNECTICUT To my knowledge and belief, this map is substantially correct as noted hereon. .LL --EIR I C�` 3 E 11T`, C'o m � . L.S. #18856 LOT LAYOUT SHEET MAP -037 LOT -021 RE-SUBDIVISION PREPARED FOR ROBERT G. MEYER & DIXIE L. MEYER 55 FELLOWS ROAD MONTVILLE CONNECTICUT SCALE 1"=80' NOVEMBER 2009 SHEET 1 OF 3 REV. 4-13-2010 1. Connecticut Guidelines for Soil Erosion and Sediment Control 2002 (2002 Gu|doUnes). 2. Soil Survey of New London County Opnnoot|out' U.S.D�� Soil Conservation Service 1983. 1. Development of the site will be performed the Contractor, who will be responsible for the installation und maintenance of erosion and eod|rnont control rnmowunmo required throughout construction. 2. The sedimentation control rneohon|srno ohoU rmrno|n in place from start of construction until permanent vegetation has been established. The representative for the Town of Montville will be notified when sediment and erosion control structures are initially in p|uu*. Any additional soil 8: erosion control measures requested by the Town or its agent, ahoU be installed /nnnnod|otaly. Once the proposed development, seeding and planting have been completed, the rapnaaontot|wy ohoU again be notified to inspect the site. The control measures will not be removed until this inspection is complete. 3. All stripping is to be confined to the immediate construction area. Topsoil ohoU be stockpiled so that slopes do not exceed 2 to 1. A hay bo|o sediment border is to surround each stockpile and o temporary vegetative cover ahoU be provided. 4. Dust control will be 0000rnpUohmd by spraying with water. The application of calcium chloride is not permitted adjacent to wetland resource areas or within 100' of these areas. 5. The proposed planting schedule is to be adhered to during the planting of disturbed areas throughout the proposed construction site. G. Final atuW|izot(on of the site is to follow the procedures outlined in "Permanent Vegetative Cover". If necessary o temporary vegetative cover is to be provided until o permanent cover can be applied. 1. Dig o B" deep trench on the uphill side of the bonier location. 2. Position the posts on the downhill side of the border and drive the posts 1.5 feet into the ground. 3. Loy the bottom O" of the fabric in the trench to prevent undermining and backfill. 4. Inspect and repair barrier after heavy rainfall. 5. Inspections will be made at least once per week and within 24 hours of the end of o storm with o rainfall amount of 0.5 inch or greater to determine maintenance needs. O. Sediment deposits are to be removed when they reach o height of 1 foot behind the barrier or half the height of the barrier and are to be deposited in on area which is not regulated by the inland wetlands commission. 7. Replace or napo|r the fence within 24 hours of observed failure. Failure of the fence has occurred when sediment foUo to be retained by the fence because: - the fence has been overtopped' undercut or bypassed by runoff water, - the fence has been moved out of position (knocked over), or - the geotwxtUe has decomposed or been damaged. 1. Bales shall be p|000d as shown on the plans with the ends of the bo|ou tightly abutting each other. 2. Each bale ahoU be securely anchored with at |ooet 2 stakes and gaps between bo|wo ahoU be wedged with straw to prevent water from passing between the boles. 3. Inspect bo|om at |000t once per week and within 24 hours of the end of o storm with o rainfall amount of 0.5 inches or greater to determine maintenance needs. 4. Remove sediment behind the bales when it reaches half the height of the bale and deposit in on area which is not regulated by the Inland Wetlands Commission. 5. Replace or repair the bon1ar within 24 hours of observed failure. Failure of the barrier has occurred when sediment fuUo to be retained by the barrier because: - the bon1or has been overtopped, undercut or bypassed by runoff water, - the bonier has been moved out of position, or - the hay bales have deteriorated or been damaged. COVER., ---- SEED SELECTION Qr000 species ahoU be appropriate for the season and site conditions. Appropriate species are outlined in Figure TS -2 in the 2002 Qu|doUnno. T|W|NC CONSIDERATIONS Seed with o temporary seed mixture within 7 days after the suspension of grading work in disturbed areas where the suspension of work is expected to be more than 30 days but |eoo than 1 year. SITE PREPARA[UON Install needed erosion control measures such as diversions, grade stabilization structures, sediment basins and grossed waterways. Grade according to plans and allow for the use of appropriate equipment for seedbed pnmporut(on, snw&ng, nnu|oh application, and mulch anchoring. SEEDBED PREPARATION Loosen the soil to o depth of 3-4 inches with o slightly roughened surface. If the area has been recently loosened or dioturbod, no further roughening is required. Soil preparation can be accomplished by tracking with o buUdozer, d|ocing, harrowing, raking or dragging with o section of chain link fence. Avoid excessive compaction of the surface by equipment traveling book and forth over the surface. If the slope is tracked, the cleat marks ehoU be perpendicular to the anticipated direction of the flow of surface water. If soil testing is not practical or feasible on amo|| or variable a|tes, or where timing is odticol, fertilizer may be applied at the rote of 300 pounds per acre or 7.5 pounds per 1.000 square feet of 10-10-10 or equivalent. Additionally, lime may be applied using rates given in Figure TS -1 lin the 2002 Guidelines. SEEDING Apply enod uniformly by hand cyclone eemdmr, dhU, cultipacker type seeder or hydnoseeder at o minimum rote for the oa|eotod apeo|oo. Increase seeding robaa by 10% when hydrgseeding. MULCHING Temporary semd|ngs mode during optimum seeding dotes ahoU be mulched according to the recommendations in the 2002 Guidelines. When seeding outside of the recommended dotes, increase the application of mulch to provide 85,7v=M% coverage. MAINTENANCE Inspect seeded. area at |oont once o week and within 24 hours of the end of o storm with o rainfall amount of 0.5 inch or greater for seed and mulch movement and r||| erosion. Where seed has moved or where soil erosion has occurred, determine the cause of the failure. Repoir erodeo areas and install additional controls if required to prevent reoccurrence of erosion. Continua inspections until the grasses are firmly established. Grasses shall not be considered ootob/iyhed until o ground cover is achieved which is mature enough to control soil erosion and to survive severe xeother conditions (approximately 80% vegetative cover). PERMANENT VEGETATIVE COVER: Refer to Permanent Seeding Measure in the 2002 Qu\do|lneo for specific applications and details ro|o�ed to the installation and maintenance of o permanent vegetative cover. In genero|, the following sequence of operations ehoU apply: 1. Topsoil w@| be nup|ooed once the excavation and grading has been completed. Topsoil will be spread at o minimum compacted depth of 4". 2. Once the topsoil has been opreod, all stones 2" or larger in any dimension wi|| be removed as wn|| as debris. J. Apply ucr|ou|turo| ground limestone at o rate of 2 tons per acre or 100 |lbs. per 1000 s.f. Apply 10-10-10 fe�rtUizer or equivalent at o rate of 300 lbs. per acre or 7.5 lbs. per 1000 a.f. Work lime and fertilizer into the soil to o depth of 4" 4. Inspect Seedbed before seeding. If traffic has compacted the aui|, retU/ compacted onyom. 5. Apply th--., chosen gross seed mix. The recommended seeding dates are: April 1 to June 15 8x August 15 - October 1. O. Following seod{ng, firm seedbed with o roller. Mulch irnrnod/oteh/ following seeding. If o permanent vegetative stand cannot be established by September 30' apply o temporary cover on the topsoil such as natUnQ, mot or organic mulch. PROJECT DESCRIPTION PROPOSED ONE THREE BEDROOM HOUSE TO BE CONSTRUCTED ON A 21 ACRE LOT' WITH ON SITE SEPTIC SYSTEM AND WELL. AREA TO BE DISTURBED IS APPROXIMATELY 1/4 OF AN ACRE. ELQEhdENT SCHEDULE/SEQUENCE QF OPERATIONS: 1. Flog the Urnito of disturbance on schedule prmoonotruoUon meeting with Town of Montville Planning 2. Out trees within the defined o|oodng Urnibs and remove the out wood. 3. |natoU podnnmbar erosion and sedimentation oontnn}a in accordance with the site development plan. 4. Chip brush and e}osh, stockpile chips for use on site or remove off site. 5. Excavate area of proposed driveway, 8. Remove tree stumps and dispose of at on approved disposal site. A|ternut|vm|y, stumps may be chipped in place. No stumps aho|| be buried on site. 7. Strip and stockpile organic rnotorio| that is within the footprint of the drive. Surround stockpile with o||t fence or staked hoybu|oo' and apply temporary seeding in accordance with nyoornrnendnd mixtures. Divert runoff around the perimeter of the stockpile. B. Make all required cuts and fills. Establish the aubgrode for the driveway as required and |nato|| additional erosion controls as necessary. Q. Inspect perimeter erosion and sedimentation controls weekly and after rain events /n excess of 0.5". Repair any damaged controls and provide additional erosion control devices as noomaaory to address unmue of concentrated runoff that may develop as o result of the construction activities. The contractor oho>| ruv|m* discharge conditions with the design engineer or the Town of Montville prior to installing additional erosion controls, Apply water as necessary for dust control, 10. Prepare sub -base for driveway 8u (notm|| top course. 11. P|oow topsoil where required and apply oomd and rnu|oh 12. Remove and dispose of all ol)t fence and hay boles after all areas have been stabilized to the aotlmfoot|on of the Town of Montville. RESPONSIBLE PARTY FOR E&S MAINTENANCE.- ROBERT A| TENANCER{)BERT G.8o DIXIE L. MEYER 55 FELLOWS ROAD MONTV|LLE CONNECTICUT New Enoland WetmiX /VVetland!Ses-d Mi8 tland Seed Mix contains o wide variety of native seeds that are suitable for most wetland restoration sites that are not permanently inundated. All species are best suited to rno|at disturbed ground as found in most wet rneodo*o, scrub shrub' or forested wetland restoration oneoa. This rn|x is well suited for detention basin borders, and the bottom of detention boa|nn not gmnwnz|k/ under standing water. If planted dudng the fall months, the seed rn(x will germinate the following aphng. During the first season of gro*th, eovoro| species will produce saode, while other species will produce seeds after the second growing season. This mix is composed of the wetland opoo|ea most likely to grow in created/restored wetlands and should produce more than 75% ground cover in two full growing omoaona. The wetland seeds in this mix can be hand sown, used with o hand-held spreader, or hydro -seeded on large or hard to reach sites, as long as there is no permanent snow cover. Lightly rake to ensure proper soil -seed contact. Seeding con tohm p|oom on frozen soil, as the freezing, thawing weather of late fo|| and late i t will work the d into the soil. If spring n nd)t|ona are drier than uouo|' watering may be required. If planting during the summer rnonrns' watering may be required for at least 2-3 weeks after planting to ensure germination. Anon -invasive annual such as winter rye may be added to the mix to obtain oo/} stabilization cover in the fall. Do not odd annual rymgross, Kentucky Bluegrass or perennial ryagroea as these apmolma ore very aggressive and they will inhibit the growth of the wetland seeds. A light rnu|oh of clean, weed free straw is recommended. APp.licatigo Rate: 1 LB/2500 SQ. FT. (17.5 LBS/ACRE as o wet mmodu* seeding) Fox Sedge (Carex vu|pinoldeo). Bearded Sedge (Carex onrn000)' Lurid Sedge (Corex |uhdo). Soft Rush /Junnus mffuaus\, Qroaa-|wovod Goldenrod (Euthorn7o grurnin|fwUo), 8onnamt (Eupotodurn pmrfoUotunn). Hop Sedge (Carex |upuUno)' Blue Vervain erbwno hoatoto)' Nodding Sedge (Carex gynondro\. Green Bulrush /3c|rpua otrovirmnm\' Sensitive Fern (Dnoo{eo uenm|bU|o)' Blue Flog |d (Iris vm | olor) VYoo|gnoao (So|rpuo oypmr|nuo). Spotted Joe Pvm weed Eupotor|urn rnoou|oturn). Swamp Milkweed (Asclepias |noornoto)' Monkey Rower /M|nnu|ue r\ngena\. Soft -Stem Bulrush /Shoonop|ectua tobernoernontoni\ (ex- S. wuUdus)' Hordatenn Bulrush (Schoonop|ectua ocutuo) (ex-Scirpus ocutua), Nodding Bur Marigold (B|deno oernuo), Flat -top Aster (Aster umbellatus). Uncas Health District S00E8NVES11GAT|ON FOR SUBSURFACE SEWAGE DISPOSAL Owner. Bob Meyer Location: 55 Fellows Road, 1 lot subdivision DATE: 11_24~019 (Record A11 Test Hoieo) Comments: ` Groundwater Table: (Near max, below n1Nx. etc.) Below max Percolation Test Data Date: 11 -L4-09 es /rn\nirnurn\ round and shall be of sound quality hardwood. Stee posts will be Depth: 48" Depth: Presoak time. 10:00 am 8-28" Brown fine sandy 11-25" Brown fine 10-27* Brown fine Reading loam sandy loam sandy loam Reading 2"8* Light brown 25-72' Light brown 27-73' Light brown .3. Where endo of geotexti|e fabric c<zrne together, they shall z)e sand and gravel sand and gravel sand and gravel .4. Silt Fence shall be inspected after each rainfall event and rnaintoined vvhe- MoUling: 37" Mottling: Mottling, Mottling: F|NE SANDY LOAMFv\ 36-1C8" GREY BROVVN MEDIUM SANDY GRAVEL Ledge:-- Ledge, Ledge: Ledge: Roots: Roots- Roots: Roots: Restrictive. Restrictive: Restdctive: Restrictive: Comments: ` Groundwater Table: (Near max, below n1Nx. etc.) Below max Percolation Test Data Date: 11 -L4-09 4" OF " PROCESSED TRAP ROCK AS DEFINED IN "STATE 0FCONNECTICUT STANDARD SPECIFICATIONS FOR BRIDGES AND INCIDENTAL CONSTRUCTION" FORM B/vM OR L47E3TREVISI0N. Ir 8" PROCESSED GRAVEL PREPARED SUBGR4DE ��%����C�| F�C�|��C� UU|~7LJ ����»�����~ ��/�/��� vvx// | ) �C������������%�F� ~�C��C� ������b� ��[:T�^V| ��/ /��x������������ TRAP ������r� ����� NOT TO SCALE SILT C�C�hJ���� ������ FENCENOTTO SCALE , MAXIMUM CENTER TO CENTER ITT -'XII TIT'll Mm FLOVV FLOW PERSPECTIVE VIEW 36" MINIMUM LENGTH FENCE POBT, DRIVEN A MINIMUM OF 10" INTO GROUND 16" W(N|MUk4 HEIGHT OF QEOTEXTILE CLASS F | 8" MINIMUM DEPTH IN J GROUND 36" MINIMUM FENCE POST LENGTH FILTER CLOTH EMBED GEOTEXT|LE CLASS F - A k4|N|WUM OF 8" VERTICALLY INTO THE GROUND |Ur Y|11YV POSTS SECTION B SECTION A ke '"*� STAPLE JOINING TWO ADJACENT SILT FENCE SECTIONS Construction Specifications FENCE POST, ����t'tRBE[} GROUND GROUND FENCE POST DRIVEN A k4iN|MUK4 OF 16 P) |NT[) THE GROUND CROSS SECTION STANDARD SYMBOL 1. Fence posts shall be o nn/ninnurn of 36" long driven 18" rnininnurn into the Less then 10 minlinch /rn\nirnurn\ round and shall be of sound quality hardwood. Stee posts will be Depth: 48" Depth: Presoak time. 10:00 am Presoak: for Geotexti|e C|clos F: Time Reading Time Reading 1 Time Reading Time Reading MBkAT 322 .3. Where endo of geotexti|e fabric c<zrne together, they shall z)e over|opped, 'folded and stapled to prevent sediment bypass. .4. Silt Fence shall be inspected after each rainfall event and rnaintoined vvhe- bu|ges occur or when sediment accumulation reached 5{}% of the fobrio height. E. 12-236" L|�HT BROWN F|NE SANDY LOAMFv\ 36-1C8" GREY BROVVN MEDIUM SANDY GRAVEL ' NO LEDGE NO MOTTLING 3.0 WATER 9 92" G. EFFECTIVE LEACHING AREA PROVIDED: 1:40 14 2-82.5' LONG 48" WIDE L�_4CH|NG TRENCHES' 2 X 82-5^ 0-12" TOPSOIL H. 100% RESERVE AREA REQUIRED AND PROVIDED. 12-36" LIGHT BROWN FINE SANDY LOAM 1:46 164 MEDIUM SAND '� 'RAVEL ' NO [EDOtE MOTTLING @48" WATER @ 66" 4" OF " PROCESSED TRAP ROCK AS DEFINED IN "STATE 0FCONNECTICUT STANDARD SPECIFICATIONS FOR BRIDGES AND INCIDENTAL CONSTRUCTION" FORM B/vM OR L47E3TREVISI0N. Ir 8" PROCESSED GRAVEL PREPARED SUBGR4DE ��%����C�| F�C�|��C� UU|~7LJ ����»�����~ ��/�/��� vvx// | ) �C������������%�F� ~�C��C� ������b� ��[:T�^V| ��/ /��x������������ TRAP ������r� ����� NOT TO SCALE SILT C�C�hJ���� ������ FENCENOTTO SCALE , MAXIMUM CENTER TO CENTER ITT -'XII TIT'll Mm FLOVV FLOW PERSPECTIVE VIEW 36" MINIMUM LENGTH FENCE POBT, DRIVEN A MINIMUM OF 10" INTO GROUND 16" W(N|MUk4 HEIGHT OF QEOTEXTILE CLASS F | 8" MINIMUM DEPTH IN J GROUND 36" MINIMUM FENCE POST LENGTH FILTER CLOTH EMBED GEOTEXT|LE CLASS F - A k4|N|WUM OF 8" VERTICALLY INTO THE GROUND |Ur Y|11YV POSTS SECTION B SECTION A ke '"*� STAPLE JOINING TWO ADJACENT SILT FENCE SECTIONS Construction Specifications FENCE POST, ����t'tRBE[} GROUND GROUND FENCE POST DRIVEN A k4iN|MUK4 OF 16 P) |NT[) THE GROUND CROSS SECTION STANDARD SYMBOL 1. Fence posts shall be o nn/ninnurn of 36" long driven 18" rnininnurn into the ground. Wood posts ohoU be 11/2" x 11/2" square /rn|n|nnurn\ out. or 13/4" diornete' /rn\nirnurn\ round and shall be of sound quality hardwood. Stee posts will be standard T or LJ section weighting not less than 1.00 pond per 11inear foot. 2. Geotexti|e shall be fastened securely to each fence post with wire ties or staples at top and mid-section and shall meet the following requirements for Geotexti|e C|clos F: MED -FINE SAND Tensile Strength 50 Ibs/in (min.) Test, k4Sk4T 509 Tensile Modulus 20 |bo/|n /nnln.\ Test: WSk4T 500 Flow Rote 0.3 gal ft' / minute /rnox.\ Test: MSMT 322 Filtering Efficiency 75% /rn|n.\ Test: MBkAT 322 .3. Where endo of geotexti|e fabric c<zrne together, they shall z)e over|opped, 'folded and stapled to prevent sediment bypass. .4. Silt Fence shall be inspected after each rainfall event and rnaintoined vvhe- bu|ges occur or when sediment accumulation reached 5{}% of the fobrio height. TEST PIT OBSERVATION 1-13-1987 TEST P|T #6 A. 0-10" TOPSOIL IN SIZE. B. 10--24" LIGHT BROWN FINE SANDY LOAM / �4-1O4" GREY BROWN MED -FINE SAND � GRAVEL NO LED`3E NO M07[]NG WATER @ 82" TEST P!T #7 D-12" TOPSOIL E. 12-236" L|�HT BROWN F|NE SANDY LOAMFv\ 36-1C8" GREY BROVVN MEDIUM SANDY GRAVEL ' NO LEDGE NO MOTTLING 3.0 WATER 9 92" G. EFFECTIVE LEACHING AREA PROVIDED: TEST P|T #8 2-82.5' LONG 48" WIDE L�_4CH|NG TRENCHES' 2 X 82-5^ 0-12" TOPSOIL H. 100% RESERVE AREA REQUIRED AND PROVIDED. 12-36" LIGHT BROWN FINE SANDY LOAM 36-108" GREY BROWN MEDIUM SAND '� 'RAVEL ' NO [EDOtE MOTTLING @48" WATER @ 66" PERCOLATION RATE: B -`O MIN./GAL 1.5"0.5"x42" STAKE DRIVEN ON DOWNSLOPE SIDE OF TRENCH EXTEND 8^ OF 8|LTFENCE BELOW ~` ANGLE STAKE 2` - 20` UPSLDPE SET STAKE 12" MINIMUM INTO GRADE STAKED HAYBALES MAY BE SUBSTITUTED FOR SILT FENCE SILT FENCE LDCATE 5-10' FROM TOE OF SLOPE STOCKPILE -"/s�l���� EXISTING _/� _. / BACKFILLED TR[N�n-' SU8QRADE SILT EJC~ @ TOE OF SLOPE rICAT|OJ NOT TO SCALE LOT - SANITARY DESIGN CRITERI A. PROPOSED THREE BEDR[)(}M, NO TUBS GREATER --.LA 100 IN SIZE. B. 1,000 GALLON TWO COMPARTMENT SEPT|C TANK ���J|RED BY CODE AND PROVIDED, C. [}ES/GN PERCOLATION RATE: < 10.0 MIN./IN. D. MINIMUM LEACHING SYSTEM SPREAD HF = N/4 FF = N/A PF = N/A MLSS == N/A E. EFFECTIVE LEACHING AREA RE{}U|RID PER CODE: 495 S.F. 12" HIGH BY 48" WIDE LEACHING TRENCH FOR PRIMARY LEACHING SYSTEM DESIGN. EFFECTIVE LEACHING AREA PROVIDED PER L.F. PER CODE: 3.0 MINIMUM LENGTH OF TRENCH REQUIRED: 495 S.F./ 3.0 S.F./L.F.= 165' G. EFFECTIVE LEACHING AREA PROVIDED: 2-82.5' LONG 48" WIDE L�_4CH|NG TRENCHES' 2 X 82-5^ X S,:"./L.F. = 495.S1.F. H. 100% RESERVE AREA REQUIRED AND PROVIDED. 2"x2"x3' Stake FLOW i i ,,-Bales placed on the contour 163 4'- Excava ed Trench Compacted Backfill STAKE��7�L���F� ���^� BALE F�C�����| D / ��� / ����~�� ���� /��NOT TO SCALE ����' BALE INSTALLATION / ���| ����~�� 1. Bales mhoU be n|ooed in o single rovv, lengthwise, oriented perpendicular to the contour, with ends of ocUuomnt bo|oo tightly abutting one another, 2. Bales ohoU be entrenched and backfilled. A trench BhoU be excavated the width of U bale and the length of the proposed bonier to o rn/nirnunn depth of 4 inches. 3. Each bale ahoU be securely anchored b« at least two (2) stakes. ' 4. The gaps between bales ohoU be wedged with straw to prevent water from escaping between the bales. 5. The barrier shall be extended to such o length that the bottoms of the end bo/es are hi -her in elevation than the top of the lowest middle bale to osaure that sediment laden run-off will flow either through or over the banier, but not around it. ���\/ BALE INSTALLATION ./n/ �n�� 1. Inspection shall be made after each storm event and nspo|r or replacement shall be made promptly as needed. 2. Clean out of accumulated oodlrnmnt behind the bales is necessary if 1/2 of the original height of the bales baoornee filled in with sediment. APPROVED BY THE TOWN OF MONTVILLE INLAND WETLANDS COMMISSION CHAIRMAN DATE })ICTMLS & NOTES SHEET MAP -^037 LOT -021 RE S T T��V������������T �� �� ��]�� N �� U �� W ���"� PREPARED FOR ROBERT �� "�������� �� G. ���j�u ][ ��][� ��� DIXIE Lw MEYEE"' 55 FELLOWS ROAD MONTVILLE CONNECTICUT SCALE NTS NOVEMBER 2009 S H E: -"T 3 {}F3 �--/ HELT C #3754 \ p XIN H ELT C #3755 F1 / ' / r WF Lu -1 2 SSC / U .,''✓/ . PER REF. MAP -1 RIGHT OF WAY FOR INGRESS AND EGRESS AND UTILITIES `°� / �•�------'�� LIMIT OF INLAND WETLANDS "",/ t U � 36" OAK (N FAVOR 0 F LOT-- / -� ��, t 2 OVER LOT --1, AND A DRIVEWAY AGREEMENT / J ----- ; TO BE RECORDED IN THE MONTVILLE LAND RECORDS. INV.=348.04 ----.- wF10 ---� / t 12 "PVC /WF6A /-i .-348.8 4 i WF1 A WETLAND f 1 W fr %// l . WF15! WF38 CL&P J �,,•' '�� �,� ~--_.�` � 12386 � LIMITF INLAND LAND WETLANDS 1 i + o INV. -352.56 , / / -' y�' -�-• ______� 1 PROPOSED OVERHEAD +_� --3 ,y - �M` i UTILITIES WF35 INSTALL STAKED F '(BALES OR rob INV.=353,1 1 ,yy°k �� �i `� SILT FENCE PRIOR TO CONSTRUCTION WF1 B 1.ro 0, F513 4r' h !` 0 G� - _/ ,�� ,�-�'"� � �6�� 6, �bo WF30 355 / �,C' c� '• + � �\ IN STAKED HAYBALES & /�i / •+ •t Q �: -..• : , � ... , .. . It � N SILT FENCE P 10� R TO CONSTRUCTIIO �6 b' C�Q�" C r� y 9 .. �,� LOAM FD REBAR SET •. •,�` 6 — '� .yam' `' ' STOCKPI .• �•'" 22 j. g , ,� / EL.=363.44•.0, PROPOSED DRIVEWAY �� -��9 �°`� �� '%,`� ro / !+♦. �(`• l+,b '„•, .r !_r • .+.,,,, .• •• •, "`'�' t *♦ ,:is., I•A ` *_-a_ -.t k•ti'Sj�O� ,yfq� ,t,. '�� G�Q.{)Qr �. broo { 60 51~T1�RPQs # ,� rs �" 'S —.. 20' _ YAR \ -�-�� �� p• WF10C WF10B ,SSE �� ; T/P 8 N 75 p PROPOSED i � + WELL j /�� WFC LIMIT OF INLAND WETLANDS CL&� 12387 WF15C • y'yJr '' 370 -----`- WF1 SC t PAVIL#dI T/P 7 •' ,` 1 ll \-o / 6 P 0 N a .---........... ............. t �r a 1 �yl�TiNt3 9' a 16 7 r 4 WF1 C r � 4 LOT I i 'f EXISTING WELL LEGEND UTILITY POLE b SIGN _---355 EXISTING CONTOUR PERCOLATION HOLE TEST PIT •R •• •ae0 STAKED HAYBALES OR SILT FENCE p---� WETLAND FLAGS SITE DEVELOPMENT SHEET MAP -037 LOT -021 RE—SUBDIVISION PREPARED FOR Rur"'BERVI G. MEYER 8c DIXIE L. MEYER 55 FELLOWS ROAD MONTVILLE CONNECTICUT SCALE 1"=80' NOVEMBER 2009 SHEET 2 OF 3